Drilldown: bridge data
From Indian River Lagoon Project
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'A DRAINAGE CANAL ' (1) ·
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'L-30 CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
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'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91 Turnpike ' (1) ·
'West Palm Beach Canal ' (1)
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CLINT MOORE RD ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'LANTANA ROAD EB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'PALOMINO DRIVE ' (1) ·
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'SR-808 Glades Road' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'WB Okee. Blvd. ' (1) ·
'Willow Run Blvd. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
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'0.3MI E of CONGRESS AVE. ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
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'1.5mi East of Indiantown' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'SR-A1A over Halifax River' (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
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